massachusetts general law chapter 21e …034f9cae-5196-4551-90c2...350 old enfield road belchertown,...
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COLD SPRING ENVIRONMENTAL CONSULTANTS INC.
• 21E Site Investigations • Subsurface Investigations • Pollution Remediation • LSP on Staff • Forensic Septic Investigations
• Percolation Tests • Septic Designs • Regulatory Compliance • Recycling and Solid Waste • Second Opinions
MASSACHUSETTS GENERAL LAW CHAPTER 21E AND ASTM E1527-13 PHASE I
ENVIRONMENTAL SITE ASSESSMENT
Prepared by:
Cold Spring Environmental Consultants, Inc. 350 Old Enfield Road
Belchertown, MA 01007
Prepared for:
Quaboag Valley Community Development Corporation & Quaboag Valley Business Assistance Corporation
23 West Main Street: Suite 1 Ware, MA 01082
Project Number: 115-4687-0905
Site: 2032 Main Street Three Rivers, MA
Date: September 10 th , 2015
350 Old Enfield Road ■ Belchertown, MA. 01007 ■ Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com
COLD SPRING ENVIRONMENTAL CONSULTANTS INC.
• 21E Site Investigations • Subsurface Investigations • Pollution Remediation • LSP on Staff • Forensic Septic Investigations
• Percolation Tests • Septic Designs • Regulatory Compliance • Recycling and Solid Waste • Second Opinions
September 10 th , 2015
Ms. Sheila Cuddy Quaboag Valley CDC & BAC 23 West Main Street: Suite 1 Ware, MA 01082
RE: ASTM and MGL c21E Phase I Environmental Site Assessment 2032 Main Street: Three Rivers, MA CSEC Reference File #115-4687-0905
Dear Ms. Cuddy,
This report presents the findings of an Environmental Site Assessment conducted at the above referenced property. The Environmental Site Assessment is intended to characterize surficial environmental conditions and site usage as well as historical records to determine the likelihood of pollution liability subject to the Massachusetts Contingency Plan and M.G.L. Chapter 21E. This report meets the requirements of an Environmental Site Assessment or Level I Assessment as referenced by lending institutions and real estate professionals, and is in compliance with ASTM Standard E1527-13: Standard Practice for Phase I Environmental Site Assessments: Phase I Site Assessment Process.
Site visits and record reviews were conducted between August 20 th, 2015 and September 10", 2015. Therefore, this report contains data observed in the field and on record during this period of investigation. Municipal, State and Federal records were researched for the site and abutters with regard to the use, handling, storage and disposal of hazardous materials and petroleum. The interrelationship of the site with surrounding properties was also assessed.
This report should be considered confidential information, and access to this report should be limited to those individuals involved with the property transaction.
Sincerely,
Cold Spring Environmental Consultants, Inc.
www.coldspringenvironmental.com
350 Old Enfield Road ■ Bekhertown, MA. 01007 ■ Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com
COLD SPRING ENVIRONMENTAL CONSULTANTS INC.
• 21E Site Investigations • Subsurface Investigations • Pollution Remediation • LSP on Staff • Forensic Septic Investigations
• Percolation Tests • Septic Designs
• Regulatory Compliance • Recycling and Solid Waste • Second Opinions
CSEC Project #115-4687-0905
Table of Contents
PAGE
SECTION
SECTION
1.0
2.0
INTRODUCTION, SITE LOCATION AND OWNERSHIP
SITE DESCRIPTION & SETTING
1
3
SECTION 3.0 HISTORICAL RECORDS SEARCH AND INTERVIEWS . . . . 7
SECTION 4.0 ENVIRONMENTAL RECORDS REVIEW 9
SECTION 5.0 FIELD INVESTIGATIONS AND SITE INSPECTIONS 10
SECTION 6.0 CONCLUSIONS 12
SECTION 7.0 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS 14
Attachment I: Attachment II: Attachment III: Attachment IV: Attachment V: Attachment VI:
Attachment VII: Attachment VIII: Attachment IX:
Figures I through III Sanborn Atlas Map Report Street Directory Image Report Historical Topographic Maps EDR Aerial Photo Decade Package EDR Radius Report Including Environmental Lien and AUL Search User Questionnaire Vapor Encroachment Screening Form Site Photographs
350 Old Enfield Road ■ Bekhertown, MA. 01007 • Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com
1.0 INTRODUCTION, SITE LOCATION AND OWNERSHIP
1.1 Introduction
This MGL c21E Site Assessment has been undertaken on behalf of
the Quaboag Valley Community Development Corporation located in
Ware, Massachusetts by Cold Spring Environmental Consultants, Inc.
The Site Assessment has been performed in accordance with ASTM
Standard E1527-13: Standard Practice for Environmental Site
Assessments: Phase I Environmental Site Assessment Process, and is
intended to identify Recognized Environmental Conditions and
Historical Recognized Environmental Conditions at the subject site
located at 2032 Main Street in Three Rivers, Massachusetts. This
ESA also fulfills the requirement to perform all appropriate
inquiries on or before the date of purchase in accordance with the
Landowner Liability Protections of the Comprehensive Environmental
Response, Compensation and Liability Act (40 CFR 312). This
investigation is limited to hazardous materials and petroleum, and
does not cover inspections for Non-Scope Considerations described
in the ASTM standard including asbestos, lead paint, mold and
radon. No soil, groundwater or air sampling was performed as part
of the Phase I Site Assessment. This report was prepared for the
2
sole use of the Quaboag Valley Community Development Corporation and
the Quaboag Valley Business Assistance Corporation, and may not be
relied upon by additional parties without the written permission of
Cold Spring Environmental Consultants. All use and reliance
limitations specified in ASTM E1527-13 are applicable to this Phase I
Environmental Site Assessment.
1.2 Site Location and Ownership
The subject site is located on the north side of Main Street in
Three Rivers, Massachusetts approximately 75 feet west of the
intersection of Main Street with Lariviere Avenue. Figure 1 locates
the site on the Palmer, Massachusetts Quadrangle, (42*10'51" North
Latitude, 72*21'49” West Longitude, UTM Coordinates 4673214mN,
717731mE), published by the U.S.G.S. in 1979.
According to Palmer Assessor’s records, the property (Palmer
Assessor’s Map #70: Block #86: Lot #1) is currently owned by:
Town of Palmer4417 Main StreetPalmer, MA 01069
3
Ownership was taken by the Town of Palmer in 2009 from Lisa
Zundell for nonpayment of taxes. Lisa Zundell purchased the property
in 2000 from David Porcelli, who acquired ownership from Sophie
Swiatlowski in 1999. Frank Swiatlowski purchased the property from
Dennis and Agnes Horgan in 1989. The Horgans acquired ownership from
Cleophas Potvin, Katherine Sugrue and James Casey in 1952, 1944 and
1942, respectively. No additional ownership information was available
in Hampden County Registry of Deeds records (Massachusetts Land
Records). No Environmental Liens were noted in Registry of Deeds
records or in the EDR, Inc. Radius Report included as Attachment VI,
however this does not constitute a search for environmental liens
performed by a title company, title professional or real estate
attorney.
SECTION 2.0 SITE DESCRIPTION & SETTING
2.1 Site Layout
The subject property is a rectangular parcel covering 3,080 square
feet with 35.78 feet of frontage on Main Street at the southern site
boundary as shown on Figure 2: Site Layout included in Attachment I.
According to Assessor’s records, the current building was constructed
4
adjacent to the eastern site boundary in 1900 (Effective Year Built:
1977). The structure is listed as a store and warehouse with wood
frame construction and forced hot air oil heating. Paved driveways
provide access from Main Street to a parking area located to the north
of the building. Developed portions of the property are completely
covered by bituminous pavement and the building. A concrete sidewalk
was noted to the south of the building along Main Street. Fill and
vent pipes associated with a basement fuel oil storage tank (AST) are
located on the east wall of the building.
2.2 Current Surrounding Land Use
Residential properties, retail outlets, an Italian restaurant and
the North Brookfield Savings Bank are located to the east. Paved
parking is located to the north of the building with vacant land
located further to the north. Belanger Hardware, a restaurant, an
accounting office, an empty retail building, a dentist’s office and a
general store are located to the south across Main Street, with
residential properties above street level. A community service
organization and Saporito’s Pizza are located along Main Street to the
west. The former Tambrands factory and Chudy Oil are the only
industrial properties noted in the immediate vicinity.
5
2.3 Environmental Characteristics
The subject site is a level parcel with an elevation of 310 to 312
feet above mean sea level. The entire property is covered by building
and bituminous pavement. No environmental complaints for the subject
property or surrounding sites were noted during interviews with Josh
Matthews, Health Director for the Palmer Health Department. No private
drinking water wells or private septic systems were noted in the
vicinity during site inspections (Figure 2: Site Layout). Surrounding
properties are served by public water and sewer utilities provided by
the Town of Palmer. Surface runoff flows to the northwest towards the
Ware River under a slight gradient.
2.4 Surface Water Bodies, Wetlands, Drinking Water Sources
and Potential Sensitive Environmental Receptors
The confluence of the Ware and Quaboag Rivers, which form the
Chicopee River, is located approximately 160 feet to the west. The
Chicopee River flows to the west and ultimately enters the Connecticut
River in Springfield, Massachusetts. Crystal Lake is located over one
half mile to the north in Hampshire County. NHESP maps indicate no
Rare or Endangered Species Habitats at the site. MADEP GIS overlays
6
and maps indicate that no potable water supply intake structures are
located on surface waters within one-half mile of the site. The
property is in excess of one-half mile from known public water supply
wells. The site is not located within a Published Zone II Aquifer Area
of Influence of a Public Water Supply Well or Community Groundwater
Well. No Zone A Public Water Supply Protection Areas were noted on
MADEP GIS Maps. The site is not located over a Potentially Productive
Aquifer, and the MADEP would consider the site to be situated in a
GW-2/GW-3 groundwater area based on the lack of proximal private
drinking water wells. Protected Open Space was noted to the west along
the banks of the Quaboag and Ware Rivers. The MADEP Priority Resource
Map is included as Figure 3 in Attachment I.
2.5 Groundwater and Soils
According to the Soil Survey of Hampden County, published by the
USDA Soil Conservation Service, soils underlying the majority of the
site are classified as the Hinckley Loamy Sand described as deep,
excessively-drained soils on glacial outwash deposits. The eastern
portion of the site is classified as Urban Land, described as areas
that have been so altered by urban works and structures that no
identification of soils is possible.
7
Depth to groundwater is expected to be within fifteen feet
of surface grade. Regional topography suggests a groundwater flow
direction of west towards the Chicopee River. Surficial geologic maps
show that the majority of the site is underlain by glacial outwash
described as well-sorted sand and gravel deposited by glacial meltwater
streams. The U.S. Geological Survey Bedrock Map of Massachusetts
(Robinson et al, 1984) notes that the site is underlain by the Devonian
Belchertown Formation described as hornblende-quartz gneiss.
3.0 HISTORICAL RECORDS SEARCH & OWNER INTERVIEWS
3.1 Historical Topographic Maps, Aerial Photographs,
Sanborn Atlas Maps & Street Directories
Palmer Assessor’s records indicate that the property was developed
in 1900 for retail and residential use. Topographic maps from 1893,
1908 and 1915 show a small building on the riverbank to the west with
the subject site shown as undeveloped land. Topographic Maps from
1946, 1954, 1969 and 1979 show a building at the subject site with
surrounding development along Main Street and Lariviere Avenue. This
site usage and surrounding land use is confirmed by aerial photographs
taken in 1938, 1952, 1967, 1972, 1975, 1985, 1987, 1991, 1997, 2002,
8
2006, 2008, 2010 and 2012. Historical topographic maps and the EDR
Aerial Photograph Decade Package are included as Attachments IV and V.
Sanborn Atlas Maps available for the property show the current building
referenced as a store and addressed as 32 to 34 Main Street in 1963 and
1958. Surrounding land use is commercial including a hotel, a bakery,
a bank, a post office and a furniture store. The property is addressed
as 296 to 298 Main Street on Sanborn Maps from 1932, 1918, 1911 and
1906, which show the on-site building and similar surrounding land use.
The Certified Sanborn Map Report is included as Attachment II. The EDR
City Directory Report (Attachment III) for Main Street shows
surrounding commercial properties with subject site ownership listed in
2003 as Lisa Zundell and the RMO Company. Tenczars Market reportedly
operated from the subject site circa 2006 according to representatives
of the Quaboag Valley Community Development Corporation.
3.2 User Interviews
A User Questionnaire has been prepared by the Town of Palmer for
the Quaboag Valley Community Development Corporation in accordance with
ASTM E1527-13 Standards (Attachment VII).
9
4.0 ENVIRONMENTAL RECORDS REVIEW
4.1 Petroleum Storage Tank History
No references to former or current, underground hazardous materials
or petroleum storage tanks were noted for the subject site in Three
Rivers Fire Department records during interviews with Fire Chief Scott
Turner. No references to underground storage tanks were noted in the
MADEP UST Database. No evidence of former or current, underground
petroleum or hazardous materials storage tanks was noted during
property inspections. No guarantee of the presence or absence of
underground storage tanks is made or implied herein. One above ground
fuel oil tank was noted in the basement in good condition with no
evidence of spillage on the underlying concrete and dirt floor.
4.2 State, Federal & Tribal Environmental Records Review
A review of records pertaining to the release of oil and hazardous
materials was conducted using digital records of the Western Regional
Office of the Massachusetts Department of Environmental Protection on
September 3rd, 2015. No references to the subject site were noted in
10
MADEP RCRA, Incident Response or Bureau of Waste Site Cleanup files.
All release sites listed in MADEP records and the EDR radius Report
included as Attachment VI were noted as closed cases indicating the
reduction of contaminants below applicable standards specified in the
Massachusetts Contingency Plan (310 CMR 40.0000). No impact to the
subject site from surrounding properties is expected based on distance,
MADEP closure and hydrogeology.
Emergency Response Spill Releases noted for the area in the MADEP
Archived Spill Tracking System Index were noted as closed cases
indicating their complete cleanup or insignificance. No additional
release sites were noted within one quarter mile on Federal, State and
Tribal lists detailed in the EDR, Inc. Radius Report included as
Attachment VI. State and Tribal Registered Storage Tank Lists
referenced former USTs at Chudy Oil (Main & Bridge Streets), Country
Corner Citgo (5 Springfield Street) and Pump Station #3 (2015 Main
Street).
SECTION 5.0 FIELD INVESTIGATIONS AND SITE
5.1 Site Inspection
11
A detailed site inspection was performed on August 24th, 2015.
Inspection of the grounds showed no evidence of the use, storage,
disposal, spillage or handling of petroleum or hazardous materials. No
surficial spillage, ground staining or stressed vegetation indicated a
release to paved areas. Site Photographs taken during the inspection
are included as Attachment IX.
One 275 gallon, aboveground fuel oil tank was noted in the basement
of the building in good condition with no evidence of spillage on the
underlying dirt and concrete floor. No odors were present indicating a
release of fuel oil. Extensive storage of solid waste and household
goods prevented complete inspection of the basement floor.
Metal shelving, household goods and store products (mostly beer
and soft drinks) were noted on the first floor in the former retail
area, with large amounts of household goods noted on the second floor
in the living area. Inspection of the first and second floors showed
no evidence of the use, storage, disposal, spillage or handling of
petroleum or hazardous materials.
12
5.2 Vapor Encroachment Screening
A Vapor Encroachment Screening was performed by CSEC, Inc. in
accordance with ASTM Standard E2600-10 to determine the likelihood of a
Vapor Encroachment Condition (VEC) existing at the subject site.
A VEC is described as the presence or likely presence of contaminant
vapors in the subsurface of a site caused by the release of vapors from
contaminated groundwater at or near the site. All properties
identified in the EDR VEC Application are listed as closed cases with
the MADEP, and no release conditions have been reported for the subject
site or abutting properties. Therefore, a Vapor Encroachment Condition
is not likely. The Vapor Encroachment Screening Questionnaire is
included as Attachment VIII.
SECTION 6.0 CONCLUSIONS
Based on historical information and site inspections, current
surficial site conditions do not constitute a release or pose a threat
of release of petroleum or hazardous materials as defined by
Massachusetts General Law Chapter 21E and 310 C.M.R. 40.0000, The
Massachusetts Contingency Plan. This conclusion is based on the
surficial inspections made herein and on available information from the
13
property owner and Town, State and Federal environmental agency files.
No Recognized Environmental Conditions or Historical Recognized
Environmental Conditions as described in ASTM Standard E1527-13 were
noted for the subject property. No impact from surrounding properties
is expected, and no subsurface investigations are recommended. No data
gaps or limitations were encountered during preparation of the Phase I
ESA.
14
SECTION 7.0 SUMMARY, CONCLUSIONS AND RECOMMENDATIONS
1. The 3,080 square foot subject property currently exists as
paved parking surrounding a wood framed building with a storefront
on the first floor and a residential apartment on the second
floor. The site is located in the center of Three Rivers,
Massachusetts with surrounding commercial and residential
development along Main Street (restaurants, a hardware store,
North Brookfield Savings Bank, a dentist’s office and a general
store). The property has most recently been operated as a market,
with similar site usage since the early 1900s. Specifically, the
subject site consists of one assessed parcel located at 2032 Main
Street and referenced on Palmer Assessor’s Map #70 as Block #86:
Lot #1.
2. The site is a level parcel underlain primarily by glacial
outwash deposits and Hinckley/Urban soils. Groundwater is
interpreted to occur within fifteen feet of surface grade and
flow to the west towards the Ware River. Protected Open Space was
noted to the west along the banks of the Ware River. The site and
the surrounding area are served by the Town of Palmer public water
and sewer systems.
15
3. No references to former or current, underground hazardous
materials or petroleum storage tanks were noted for the subject
site in Three Rivers Fire Department records during interviews
with Fire Chief Scott Turner. No references to underground
storage tanks were noted in the MADEP UST Database. No evidence
of former or current, underground petroleum or hazardous materials
storage tanks was noted during property inspections. No guarantee
of the presence or absence of underground storage tanks is made or
implied herein. One above ground fuel oil tank was noted in the
basement in good condition with no evidence of spillage on the
underlying concrete and dirt floor.
4. A detailed site inspection was performed on August 24th, 2015.
Inspection of the grounds showed no evidence of the use, storage,
disposal, spillage or handling of petroleum or hazardous
materials. No surficial spillage, ground staining or stressed
vegetation indicated a release to paved areas. Site Photographs
taken during the inspection are included as Attachment IX. One
275 gallon, aboveground fuel oil tank was noted in the basement of
the building in good condition with no evidence of spillage on the
16
underlying dirt and concrete floor. No odors were present
indicating a release of fuel oil. Extensive storage of solid
waste and household goods prevented complete inspection of the
basement floor. Metal shelving, household goods and store
products (mostly beer and soft drinks) were noted on the first
floor in the former retail area, with large amounts of household
goods noted on the second floor in the living area. Inspection of
the first and second floors showed no evidence of the use,
storage, disposal, spillage or handling of petroleum or hazardous
materials.
5. A review of records pertaining to the release of oil and
hazardous materials was conducted using digital records of the
Western Regional Office of the Massachusetts Department of
Environmental Protection on September 3rd, 2015. No references to
the subject site were noted in MADEP RCRA, Incident Response or
Bureau of Waste Site Cleanup files. All release sites listed in
MADEP records and the EDR Radius Report included as Attachment VI
were noted as closed cases indicating the reduction of
contaminants below applicable standards specified in the
Massachusetts Contingency Plan (310 CMR 40.0000). No impact to
17
the subject site from surrounding properties is expected based on
distance, MADEP closure and hydrogeology. Emergency Response
Spill Releases noted for the area in the MADEP Archived Spill
Tracking System Index were noted as closed cases indicating their
complete cleanup or insignificance. No additional release sites
were noted within one quarter mile on Federal, State and Tribal
lists detailed in the EDR, Inc. Radius Report included as
Attachment VI. State and Tribal Registered Storage Tank Lists
referenced former USTs at Chudy Oil (Main & Bridge Streets),
Country Corner Citgo (5 Springfield Street) and Pump Station #3
(2015 Main Street).
6. Based on historical information and site inspections, current
surficial site conditions do not constitute a release or pose a
threat of release of petroleum or hazardous materials as defined
by Massachusetts General Law Chapter 21E and 310 C.M.R. 40.0000,
The Massachusetts Contingency Plan. This conclusion is based on
the surficial inspections made herein and on available information
from the property owner and Town, State and Federal environmental
agency files. No Recognized Environmental Conditions or
Historical Recognized Environmental Conditions as described in
ASTM Standard E1527-13 were noted for the subject property. No
18
impact from surrounding properties is expected, and no subsurface
investigations are recommended at this time. A Vapor Encroachment
Condition is not expected at the property based on the reported
site usage and the lack of proximal open release sites. No data
gaps or limitations were encountered during performance of this
Phase I Environmental Site Assessment.
COLD SPRING ENVIRONMENTAL CONSULTANTS INC.
• 21E Site Investigations • Subsurface Investigations • Pollution Remediation • LSP on Staff • Forensic Septic Investigations
CERTIFICATION STATEMENT
• Percolation Tests • Septic Designs • Regulatory Compliance • Recycling and Solid Waste • Second Opinions
It is hereby certified and attested under the pains and penalties of perjury that I have personally examined and am familiar with the information contained in this submittal including any and all documents accompanying this submittal and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate, and complete. I am fully authorized to make this attestation on behalf of the person or entity legally responsible for this submittal. I and the entity on whose behalf this submittal is made are aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for willfully submitting false, inaccurate or incomplete information.
Cold Spring Environmental Consultants, Inc. 350 Old Enfield Road Belchertown, Ma. 01007
an E. Weiss, M.S. Principal Hydrogeologist President Registered Sanitarian, License #933 Licensed Site Professional #6442
Barbara B. Weiss, B.S. Principal Hydrogeologist Vice President
Date: September 10 th , 2015
C.S.E.C. Reference File #115-4687-0905
Property: 2032 Main Street Three Rivers, MA
350 Old Enfield Road ■ Belchertown, MA. 01007 ■ Phone: 413.323.5957 Fax 413.323.4916 email: [email protected] www.coldspringenvironmental.com
ATTACHMENT I
Figure 1: Site Locus (USGS)Figure 2: Site Layout
Figure 3: MADEP Priority Resource Map
Cold Spring Environmental Consultants, Inc.350 Old Enfield RoadBelchertown, MA. 01007http://www.coldspringenvironmental.com
Ph: 413.323.5957Fax: 413.323.4916email: [email protected]
FROM USGS
SEPTEMBER, 2015FIGURE 1—SITE LOCUS2032 MAIN STPALMER,, MA
PARKING
Cold Spring Environmental Consultants Inc.
DRAWING NUMBER:
REVISED:
-
AWSCALE:
DATE: DRAWN BY:
FIGURE 2: SITE LAYOUT2032 Main Street Three Rivers (Palmer) MA
September 2015FROM: Palmer GIS
115-4687-0905
MAIN STREET
LAR
IVIE
RE
AVE
NU
E
SUBJECT SITE
OIL AST
RETAIL
RETAIL
RETAIL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
MassDEP - Bureau of Waste Site CleanupPhase 1 Site Assessment Map: 500 feet & 0.5 Mile Radii
Site Information:
2032 MAIN STREET PALMER, MA
NAD83 UTM Meters:4673214mN , 717733mE (Zone: 18)September 14, 2015
The information shown is the best available at thedate of printing. However, it may be incomplete. Theresponsible party and LSP are ultimatelyresponsible for ascertaining the true conditionssurrounding the site. Metadata for data layersshown on this map can be found at:http://www.mass.gov/mgis/.
MassDEP Phase 1 Site Assessment Map http://maps.massgis.state.ma.us/images/dep/mcp/mcp.htm
1 of 2 9/14/2015 3:35 PM
ATTACHMENT II
Certified Sanborn Map Report
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ATTACHMENT IV
Historical Topographic Map Report
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ATTACHMENT V
EDR Aerial Photograph Decade Package
ATTACHMENT VI
EDR Radius Map Report
ATTACHMENT VII
User Questionnaire
ATTACHMENT VIII
Vapor Encroachment Screening Form
ATTACHMENT IX
Site Photographs